Dynamic Response Simulation of the TMB for Structural State Assessment
Guo, L., Li, Z.X., & Chan, Tommy H.T. (2007) Dynamic Response Simulation of the TMB for Structural State Assessment. In Li, Aiqun, Sih, George C., Nied, Herman F., & Li, Z.X. (Eds.) International Conference on Health Monitoring of Structure, Material and Environment, 16-18 October, Nanjing, PR China.
The dynamic response of the Tsing Ma Bridge under running train is simulated with finite element model. The results show that the train speed affects the girder delormaltlon distinctly, but takes less effect on the stress level in structural elements. The faster the running train, the higher the main girder deformation. The simulated dynamic responses under two running train loadings show that the main girder deformation is nonlinear.
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|Item Type:||Conference Paper|
|Additional Information:||For more information, please refer to the conference’s website (see hypertext link) or contact the author.|
|Keywords:||Finite, element model, Suspension bridge, Structural state 'lssessment, Dynamic response simulation, Stress spectrum, Traffic loading|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500)|
Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 2007 Southeast University Press|
|Deposited On:||28 Feb 2008|
|Last Modified:||11 Aug 2011 01:36|
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